Show simple item record

dc.contributor.author
Gerolymos, Nikos
dc.contributor.author
Anthi, Maria
dc.contributor.author
Argyroulis, K.
dc.contributor.editor
Silvestri, Francesco
dc.contributor.editor
Moraci, Nicola
dc.date.accessioned
2022-03-16T10:36:07Z
dc.date.available
2022-03-01T14:39:48Z
dc.date.available
2022-03-16T08:54:08Z
dc.date.available
2022-03-16T10:36:07Z
dc.date.issued
2019
dc.identifier.isbn
978-0-367-14328-2
en_US
dc.identifier.isbn
978-0-429-03127-4
en_US
dc.identifier.issn
2639-7749
dc.identifier.issn
2639-7757
dc.identifier.uri
http://hdl.handle.net/20.500.11850/534788
dc.description.abstract
A well-documented case history of a wharf liquefaction-induced failure from Kobe 1995 earthquake is employed for checking the reliability of two widely-applied in practice constitutive soil models. More specifically, the seismic response of the quay wall RC-5 in Rokko island is reproduced by conducting both undrained and uncoupled—consolidation-based—effective stress analysis with the finite element code PLAXIS using the UBC-Sand and PM4-Sand models. The computed quay wall response for the two aforementioned constitutive models is compared with each other and similarities and differences between them in predicting patterns of the observed liquefaction-induced failure are highlighted.
en_US
dc.language.iso
en
en_US
dc.publisher
CRC Press/Balkema
en_US
dc.title
Seismic effective stress analysis of caisson–type quay walls: A comparative study between constitutive models
en_US
dc.type
Conference Paper
dc.date.published
2019-07-19
ethz.book.title
Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions
en_US
ethz.journal.title
Proceedings in Earth and Geosciences
ethz.journal.volume
4
en_US
ethz.pages.start
2608
en_US
ethz.pages.end
2615
en_US
ethz.event
7th International Conference on Earthquake Geotechnical Engineering (ICEGE 2019)
en_US
ethz.event.location
Rome, Italy
en_US
ethz.event.date
June 17-20, 2019
en_US
ethz.publication.place
Leiden
en_US
ethz.publication.status
published
en_US
ethz.leitzahl
ETH Zürich::00002 - ETH Zürich::00012 - Lehre und Forschung::00007 - Departemente::02115 - Dep. Bau, Umwelt und Geomatik / Dep. of Civil, Env. and Geomatic Eng.::02607 - Institut für Geotechnik / Institute for Geotechnical Engineering::03655 - Anagnostou, Georgios / Anagnostou, Georgios
en_US
ethz.leitzahl.certified
ETH Zürich::00002 - ETH Zürich::00012 - Lehre und Forschung::00007 - Departemente::02115 - Dep. Bau, Umwelt und Geomatik / Dep. of Civil, Env. and Geomatic Eng.::02607 - Institut für Geotechnik / Institute for Geotechnical Engineering::03655 - Anagnostou, Georgios / Anagnostou, Georgios
en_US
ethz.identifier.url
https://www.taylorfrancis.com/chapters/edit/10.1201/9780429031274-266
ethz.date.deposited
2022-03-01T14:39:54Z
ethz.source
FORM
ethz.eth
no
en_US
ethz.availability
Metadata only
en_US
ethz.rosetta.installDate
2022-03-29T20:39:23Z
ethz.rosetta.lastUpdated
2022-03-29T20:39:23Z
ethz.rosetta.versionExported
true
ethz.COinS
ctx_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.atitle=Seismic%20effective%20stress%20analysis%20of%20caisson%E2%80%93type%20quay%20walls:%20A%20comparative%20study%20between%20constitutive%20models&rft.jtitle=Proceedings%20in%20Earth%20and%20Geosciences&rft.date=2019&rft.volume=4&rft.spage=2608&rft.epage=2615&rft.issn=2639-7749&2639-7757&rft.au=Gerolymos,%20Nikos&Anthi,%20Maria&Argyroulis,%20K.&rft.isbn=978-0-367-14328-2&978-0-429-03127-4&rft.genre=proceeding&rft.btitle=Earthquake%20Geotechnical%20Engineering%20for%20Protection%20and%20Development%20of%20Environment%20and%20Constructions
 Search print copy at ETH Library

Files in this item

FilesSizeFormatOpen in viewer

There are no files associated with this item.

Publication type

Show simple item record